Bridge Statistics for Fort Winnebago, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 128ft / 39.2mTotal length
- $991,000Total costs
- 54,964Total average daily traffic
- 7,179Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Winnebago
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 81960-1969
- 11980-1989
- 61990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 53.8%Satisfactory
- 7.7%Serious
- Bridge Condition - Superstructure
- 15.4%Very good
- 30.8%Good
- 46.2%Satisfactory
- 7.7%Serious
- Bridge Condition - Substructure
- 23.1%Very good
- 15.4%Good
- 38.5%Satisfactory
- 7.7%Fair
- 15.4%Poor
- Bridge Condition - Channel
- 71.4%Very good
- 14.3%Good
- 14.3%Satisfactory
Find on map >> Show street view
Structure Number: B110062, Location: 1.8M N JCT STH 16 TO E (Lat: 43.576769, Lng: -89.470642), Route carried "on" structure: Interstate 39, Year Built: 1990, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2039), Design Load: HS 20, Features Intersected: USH 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110062, Location: 1.8M N JCT STH 16 TO E (Lat: 43.576769, Lng: -89.470642), Route carried "on" structure: Interstate 39, Year Built: 1990, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 4,400 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2039), Design Load: HS 20, Features Intersected: USH 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110063, Location: 0.3M S JCT USH 51 (Lat: 43.577475, Lng: -89.470694), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2040), Design Load: HS 20, Features Intersected: USH 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110063, Location: 0.3M S JCT USH 51 (Lat: 43.577475, Lng: -89.470694), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 15,650 (year 2040), Design Load: HS 20, Features Intersected: USH 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110067, Location: 0.1M W JCT CTH CX (Lat: 43.584425, Lng: -89.470111), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,130 (year 2019), Average Future Daily Traffic: 495 (year 2039), Design Load: H 20, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110067, Location: 0.1M W JCT CTH CX (Lat: 43.584425, Lng: -89.470111), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,130 (year 2019), Average Future Daily Traffic: 495 (year 2039), Design Load: H 20, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110068, Location: 1.8M N JCT STH 78 TO S (Lat: 43.602208, Lng: -89.468150), Route carried "on" structure: Interstate 39, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 7,770 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,300 (year 2041), Design Load: HS 20, Features Intersected: LRD HOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110068, Location: 1.8M N JCT STH 78 TO S (Lat: 43.602208, Lng: -89.468150), Route carried "on" structure: Interstate 39, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 7,770 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,300 (year 2041), Design Load: HS 20, Features Intersected: LRD HOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110069, Location: 3.3M S JCT CTH CX (Lat: 43.602503, Lng: -89.468936), Route carried "on" structure: Interstate 39, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 7,770 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,300 (year 2041), Design Load: HS 20, Features Intersected: LRD HOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110069, Location: 3.3M S JCT CTH CX (Lat: 43.602503, Lng: -89.468936), Route carried "on" structure: Interstate 39, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 7,770 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,300 (year 2041), Design Load: HS 20, Features Intersected: LRD HOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B11009, Location: 1.0M N JCT STH 33 (Lat: 43.523475, Lng: -89.582000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 26 (year 2019), Average Future Daily Traffic: 28 (year 2039), Design Load: H 20, Features Intersected: BARABOO RIVER, Facility Carried by Structure: LRD TRITZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B11009, Location: 1.0M N JCT STH 33 (Lat: 43.523475, Lng: -89.582000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 26 (year 2019), Average Future Daily Traffic: 28 (year 2039), Design Load: H 20, Features Intersected: BARABOO RIVER, Facility Carried by Structure: LRD TRITZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110097, Location: 0.6M S JCT CTH CM (Lat: 43.628489, Lng: -89.413072), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 359 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 394 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: CTH F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110097, Location: 0.6M S JCT CTH CM (Lat: 43.628489, Lng: -89.413072), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 359 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 394 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: CTH F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110128, Location: 0.2M S JCT CTH CM (Lat: 43.633797, Lng: -89.424025), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 72 (year 2019), Average Future Daily Traffic: 79 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: LRD FOX RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110128, Location: 0.2M S JCT CTH CM (Lat: 43.633797, Lng: -89.424025), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 72 (year 2019), Average Future Daily Traffic: 79 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: LRD FOX RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B110155, Location: 0.6M W JCT CTH F (Lat: 43.591667, Lng: -89.427139), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 532 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 660 (year 2039), Design Load: HL 93, Features Intersected: FOX RIVER, Facility Carried by Structure: LRD CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B110155, Location: 0.6M W JCT CTH F (Lat: 43.591667, Lng: -89.427139), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 532 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 660 (year 2039), Design Load: HL 93, Features Intersected: FOX RIVER, Facility Carried by Structure: LRD CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: P110043, Location: 1.1M S JCT CTH E (Lat: 43.598181, Lng: -89.077189), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 67 (year 2019), Average Future Daily Traffic: 73 (year 2040), Design Load: H 15, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: LRD STERK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $38,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: P110043, Location: 1.1M S JCT CTH E (Lat: 43.598181, Lng: -89.077189), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 67 (year 2019), Average Future Daily Traffic: 73 (year 2040), Design Load: H 15, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: LRD STERK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $38,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: P110049, Location: 0.1M E JCT CTH T (Lat: 43.636222, Lng: -89.424911), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $410,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P110049, Location: 0.1M E JCT CTH T (Lat: 43.636222, Lng: -89.424911), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $410,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: P110052, Location: 0.6M S JCT CTH T (Lat: 43.630964, Lng: -89.434469), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 550 (year 2039), Design Load: H 15, Features Intersected: NEENAH CREEK, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P110052, Location: 0.6M S JCT CTH T (Lat: 43.630964, Lng: -89.434469), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 500 (year 2019), Average Future Daily Traffic: 550 (year 2039), Design Load: H 15, Features Intersected: NEENAH CREEK, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: P110908, Location: 2.2M E JCT CTH F (Lat: 43.631339, Lng: -89.368761), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 228 (year 2019), Average Future Daily Traffic: 250 (year 2039), Features Intersected: FRENCH CREEK, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P110908, Location: 2.2M E JCT CTH F (Lat: 43.631339, Lng: -89.368761), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 228 (year 2019), Average Future Daily Traffic: 250 (year 2039), Features Intersected: FRENCH CREEK, Facility Carried by Structure: CTH CM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B110062, Location: 0.4M S JCT STH 78 TO S (Lat: 43.576769, Lng: -89.470642), Route carried "under" structure: US 51, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH 51 SB, Facility Carried by Structure: IH 39 NB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: B110062, Location: 0.4M S JCT STH 78 TO S (Lat: 43.576769, Lng: -89.470642), Route carried "under" structure: US 51, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH 51 SB, Facility Carried by Structure: IH 39 NB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Find on map >> Show street view
Structure Number: B110063, Location: 0.4M S JCT STH 78 TO S (Lat: 43.577475, Lng: -89.470694), Route carried "under" structure: US 51, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH 51 SB, Facility Carried by Structure: IH 39 SB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft)
Structure Number: B110063, Location: 0.4M S JCT STH 78 TO S (Lat: 43.577475, Lng: -89.470694), Route carried "under" structure: US 51, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 10%, Features Intersected: USH 51 SB, Facility Carried by Structure: IH 39 SB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft)
Find on map >> Show street view
Structure Number: B110067, Location: 0.5M N JCT STH 78 TO S (Lat: 43.584425, Lng: -89.470111), Route carried "under" structure: Interstate 39, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,550 (year 2019), Truck Traffic: 18%, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: B110067, Location: 0.5M N JCT STH 78 TO S (Lat: 43.584425, Lng: -89.470111), Route carried "under" structure: Interstate 39, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,550 (year 2019), Truck Traffic: 18%, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: CTH X
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Find on map >> Show street view
Structure Number: B110068, Location: 0.1M W JCT CTH CX (Lat: 43.602208, Lng: -89.468150), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 280 (year 2019), Features Intersected: LRD HOGAN RD, Facility Carried by Structure: IH USH 51-IH 39 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: B110068, Location: 0.1M W JCT CTH CX (Lat: 43.602208, Lng: -89.468150), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 280 (year 2019), Features Intersected: LRD HOGAN RD, Facility Carried by Structure: IH USH 51-IH 39 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.5m (41.0ft)
Find on map >> Show street view
Structure Number: B110069, Location: 0.1M W JCT CTH CX (Lat: 43.602503, Lng: -89.468936), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 280 (year 2019), Truck Traffic: 18%, Features Intersected: LRD HOGAN RD, Facility Carried by Structure: IH 39 SB - USH 51
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.3m (43.6ft)
Structure Number: B110069, Location: 0.1M W JCT CTH CX (Lat: 43.602503, Lng: -89.468936), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 280 (year 2019), Truck Traffic: 18%, Features Intersected: LRD HOGAN RD, Facility Carried by Structure: IH 39 SB - USH 51
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.3m (43.6ft)
Find on map >> Show street view
Structure Number: B11007, Location: 3.2M N JCT STH 78 TO S (Lat: 43.622881, Lng: -89.473592), Route carried "under" structure: Interstate 39, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2019), Truck Traffic: 18%, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: LRD GROTZKE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: B11007, Location: 3.2M N JCT STH 78 TO S (Lat: 43.622881, Lng: -89.473592), Route carried "under" structure: Interstate 39, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2019), Truck Traffic: 18%, Features Intersected: IH USH 51-IH 39, Facility Carried by Structure: LRD GROTZKE RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)